I am attempting to evaluate lateral squeeze outside toe slope without utilizing FEM model, which I do not have access to. I have reviewed a number of papers regarding the topic but most seem to provide ways to estimate maximum lateral movement at or near toe of slope where most movement is anticipated. I am most interested in the distance away from the toe of the slope I can anticipate movement. Does anyone have a good reference that may offer some guidence on this. My embankment hight is on the order of 7.5m and the soil beneath the embankment has a undrained shear stength of around 34kpa (700psf or so). A friendly point to a good reference(s) would be appreciated.
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